SPRINGWATER RD over CLACKAMAS RIVER
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+45.39289, -122.4973345°23'34" N, 122°29'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPRINGWATER RD over CLACKAMAS RIVER |
Structure number: | 01446 074Y00008 |
Location: | IN CARVER |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 180.1 ft. [54.9 m] |
Total length: | 513.1 ft. [156.4 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Vertical clearance above deck: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Year reconstructed: | 1955 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2009
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,841 [as of 2007] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 44.6 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $2,628,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2009 | Fair | Fair | Fair | Satisfactory | 2841 | 44.6 |
July 1998 | Fair | Good | Satisfactory | Good | 2650 | 53.5 |
May 1990 | Fair | Good | Fair | Good | 6550 | 45.1 |